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6'x 6"- W 1.4 x W 1.4 welded wire fabric
<br />J2' Minimum
<br />30 MOKWm � �E
<br />I Expansion Joint r-
<br />1 I I A / Ixpondon Joint
<br />SldewaMt�
<br />Warp
<br />CURB GUTTER
<br />1 I
<br />'40"2
<br />Sldewolk -�
<br />.
<br />2", 3, 4" & 6" sections
<br />I
<br />as required
<br />G•gYs..r 7 -L -Ay
<br />Lip/\ .._2 .y.�.. 6'
<br />4 See Note +I
<br />1
<br />with 45'
<br />Curb and
<br />.v —.
<br />IRA..Y1r���.
<br />be" saltire
<br />tAanfer
<br />I
<br />handed with mala an
<br />Guitar Lina
<br />2 Gutta Z
<br />`!, ,Je Min.
<br />VIEW B
<br />�' �•.
<br />ere
<br />-Zito
<br />yw
<br />COUNTY OF
<br />SAN JOAQUIN
<br />Z Wier -�
<br />3/
<br />3'-D' IV -IL L►2'
<br />A - 3'-D'
<br />PLAN
<br />rL Back of Walk Curb Lie
<br />r
<br />t— t
<br />Gutt\ w Line
<br />ELEVATION
<br />SECTION A -A
<br />B TT R T"dHt4hN TH X TING PAVEMENT
<br />IN QUALITY AND TOICKNESS NEW PAVEMENT SHALL
<br />PAVEMENT MIN. 25' NEW B LL Er T�
<br />pwlMmMll
<br />Compact N to moA Iowa -
<br />M compactiontoaSrelief
<br />of Bm%=
<br />po at me 1 and
<br />Shoulders, and 80%
<br />outside, Sha lders.
<br />Compact In 24'Nax layers /V
<br />to a minimum
<br />— relative Compaction
<br />of 85%.
<br />Cattpact in 6" layers S
<br />to a miamwn
<br />D relative Compaction
<br />n:. ... _..... of 90 %.
<br />- 1 0.0.12
<br />FLEXIBLE CONDUIT
<br />RIGID CONDUIT
<br />THAN EXISTING
<br />NG BASE, MIN, 50'
<br />NOTES:
<br />I. Relative Compaction of materials stall los Isslad by the Stale of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. AR existing pavement shall be neatly tut to line prim to trench excavation.
<br />3. Jetting or polling wit be Permitted ~ the street Right of Way with 3 year bond.
<br />4. 4 When shown by Soil composition ad compoctbility, ninety percent (90%)
<br />earyes it may be used. when approved by the Director of Public Works.
<br />5 SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON PLAN OR 1N
<br />MO —M �jlAl R ne N pe
<br />SIDNS na.a n °oora.a, sr
<br />_ YSPE- -= MK TYPICAL TRENCH BACKFILL L
<br />APPp0V ED EYED BY
<br />DRAWN 0Y P OiNo yDei.
<br />clucp Eo er- COUNTY 0 SAN JOAQUIN - alaM
<br />SCALE NONE DEPARTMENT OF PUBLIC WORKS STANDARD Na A-7
<br />12"
<br />Ola. or n
<br />— Standard Fraena and
<br />6' Cover Assembly
<br />A. C. r11777
<br />P. C.
<br />e 13 I I • 6" .
<br />�tlrbed 'I Burney Monument
<br />Bossment Sal '}'ox50" Iron Pin With
<br />--- aenlification Maks
<br />TYPICAL SECTION
<br />N• Raised Lettai
<br />SECTION A -A
<br />Cast Non
<br />NO I REVISED °ATE IM 1 epPre.al b,
<br />SURVEY MONUMENT
<br />FRAME 81 COVER ASSEMBLY APP .OVED BY
<br />zro s
<br />DNAw«eY oro. • COUNTY OF SAN JOAQUIN ted T
<br />tlEcx err tvDEPARTMENT OF PUBLIC WORKS STANDAgO NO. A -o
<br />SCALE NONE
<br />2" ID
<br />24' 30' of Se
<br />MAIN loo.
<br />r R (typ)
<br />rslw
<br />TYPICAL STREET SIQN
<br />TYPICAL STREET SIGN SEE ATTACHED HANDICAP RAMPDETAIL
<br />INSTALLATION
<br />eYREVIe10N DATE R " fl fAw'om� br
<br />VA, "`�, ._- STANDARD STREET----'�'"
<br />VA. d,IP. "•N, Wr e•rA Vac 1Dol•
<br />_-_- —_ SIGN DETAILS "PP"°°ED my
<br />DRAWN By H/A Y NIRATAA 0.1�
<br />CHECKED er COUNTY OF SAN JOAQUIN r , e.e -
<br />SCALE NONE DEPARTMENT OF PUBLIC WORKS STANDARD N0. A-10
<br />SIGN -STATE OF CALIF. HVJY.
<br />CODE 'TYPE Wit" 24 X 24
<br />1 1 (REFLECTIVE RED BACKGROUND)
<br />I !
<br />R/W
<br />4"X 4" REDWOOD POST
<br />SIGH-STn OF CALIF.
<br />HWY, CORE TYPE N -Y'
<br />24'X24 (REFLECTIVE
<br />YELLOW BACKGFOAD)
<br />"TYPE N -R"
<br />4'X4' RED'IVOCD
<br />-STATE OF CAIe1F.
<br />CODE W53 R4 X24")
<br />AS REtXSRED BY
<br />XX WORKS DEPT.
<br />. see
<br />SIGN -STATE OF CALIF.
<br />HWY. CODE W56 (24'X48")
<br />"TYPE N -Y"
<br />SIGNS TO BE PLACED IN STRICT
<br />CONFORMANCE WITH DIMENSIONS
<br />SHOWN ON PLANS. ANY DEVIATION
<br />MUST BE APPROVED BY THE
<br />DIRECTOR OF PUBLIC WORKS
<br />ISED TYPICAL SIGN " NMa1el
<br />TRAFFIC SIGNS APPROVED act t
<br />7
<br />COUNTY OF SAN JOAQUIN N NWA A -
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-11
<br />N TE
<br />1. The structural section sham be determined
<br />fly Improvement Standard No. A -h.
<br />2. Far curb, guitar 8 sidewalk details rota
<br />to ImProvem of Standard No. 8-5 8 No. B-6.
<br />3 At Mersoations. a 30' radius for 64 R/W Wro is
<br />and 20' radius for 50' and 60' R/W streets
<br />Of the ase of the Curb shall be provided.
<br />4. *SMewoik to R/W optional, e
<br />R/W Street R/w
<br />'JIO'
<br />25'-25y'
<br />5'+-I2'f+-16'fVe% I(4'% . 15' -IT
<br />n
<br />Streat
<br />I
<br />30' 3D' -
<br />fit% I %
<br />R/W
<br />TYPICAL COMMERCIAL
<br />81 INDUSTRIAL STREETS "PROVED BY
<br />Cceic"cKcorerroe COUNTY OF SAN JOAQUIN - '
<br />SCALE NONE DEPARTMENT OF PUBLIC WORKS STANDARD Na 9-2
<br />T Y+
<br />DawNs 5w�dia. x 24'
<br />spaced 12" o. a, greased and
<br />wrapped gas side through
<br />every expansion joint.
<br />MONOLITHIC CURB. GUTTER,
<br />81 SIDEWALK
<br />NOTES
<br />I. Construct expansion joints (cD 200' maximum and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk.
<br />2 Tramvase weakened plana joints Nam be spaced d6 12' maximum intervals.
<br />No I REwsfD
<br />IDATEI_MONOLITHIC
<br />CURB GUTTER
<br />1
<br />"' I_v mer�pae.wq
<br />----------
<br />'
<br />2", 3, 4" & 6" sections
<br />PIPE 24 it DIA. AND LARGER
<br />as required
<br />G•gYs..r 7 -L -Ay
<br />Lip/\ .._2 .y.�.. 6'
<br />4 See Note +I
<br />& SIDEWALK
<br />with 45'
<br />�•'^'p.;
<br />.v —.
<br />IRA..Y1r���.
<br />be" saltire
<br />tAanfer
<br />'T -
<br />handed with mala an
<br />APPPROVED BY
<br />1
<br />`!, ,Je Min.
<br />VIEW B
<br />�' �•.
<br />ere
<br />-Zito
<br />yw
<br />COUNTY OF
<br />SAN JOAQUIN
<br />[NECKED. -
<br />DEPARTMENT OF
<br />PUBLIC WORKS
<br />ON
<br />env. . It"
<br />STANDARD NO. 6-6
<br />erA,r Nadr
<br />rrllto"i R -S. TTr.W
<br />pude i
<br />Precast reinforced Concrete
<br />1
<br />grade edjusttnNlt rings
<br />----------
<br />'
<br />2", 3, 4" & 6" sections
<br />PIPE 24 it DIA. AND LARGER
<br />as required
<br />"s
<br />Lip/\ .._2 .y.�.. 6'
<br />4 See Note +I
<br />VIEW A -A"
<br />with 45'
<br />�•'^'p.;
<br />a
<br />lu
<br />be" saltire
<br />tAanfer
<br />'T -
<br />handed with mala an
<br />"
<br />1
<br />`!, ,Je Min.
<br />VIEW B
<br />�' �•.
<br />Precast reinforced manhole
<br />yw
<br />I
<br />I
<br />' 4'- 0" tom. :.
<br />Appm. or
<br />y -2
<br />In existing streets, may be lose than
<br />ON
<br />2' with the approval of the Engineer.
<br />Expansion Joint Typical
<br />4
<br />':'i:
<br />MIN.
<br />. •� •:•:; :r,� .. .T.
<br />\\\\
<br />�KvOC(7
<br />GROOVING DETAIL
<br />�Q'
<br />LJ�
<br />Grooved in a herrutgbtea
<br />pallom wNh f' grooves appma.
<br />I J'O.C. ; groom Np11d be
<br />aligned to arcewatn
<br />\
<br />parallel
<br />strnpos.
<br />Groom approx.4'o.C.
<br />e
<br />♦ R/W
<br />\\ or
<br />♦---!_Pro3tlILLSL_
<br />12,1
<br />FRI STUP SIGN
<br />lo'
<br />`1#
<br />/w
<br />Expansion Jam Typical
<br />b \
<br />Face of
<br />Crosswalk --{�
<br />NOTES.
<br />I. G' Romp for 4� vb height all 2%sidomili elope. For 6" cub Might either use 8' ramp or transition
<br />cub height to 4 from seponeion PM to beginning of ramp.
<br />2. Catch bastes ad other obstruction we not to be located within the wheelchair path area.
<br />3. Sao Stallard B -44 B-5, m B-6 for Cub, Gutter 6 Sidewalk Details; and Stals, Sunday d Plan NB -B for
<br />Other details.
<br />WHEELCHAIR RAMP
<br />COUNTY OF SAN JOAQUIN
<br />uu�Lt
<br />DEPARTMENT OF PUBLIC WORKS STgNDARO NO. 6-7
<br />Cast iron Fran and Cow - refer
<br />to ImproremwN Standard No, C-5
<br />Top of pavement
<br />pude i
<br />Precast reinforced Concrete
<br />1
<br />grade edjusttnNlt rings
<br />----------
<br />'
<br />2", 3, 4" & 6" sections
<br />PIPE 24 it DIA. AND LARGER
<br />as required
<br />"s
<br />Precast reinforced
<br />. • lam. :. 1O
<br />Concrete Care.
<br />�•'^'p.;
<br />PUBLIC WORKS
<br />lu
<br />All )oyes mWonan
<br />ored d
<br />'T -
<br />handed with mala an
<br />"
<br />bath interior and exterior
<br />`!, ,Je Min.
<br />S1111OCee
<br />�' �•.
<br />Precast reinforced manhole
<br />yw
<br />pipK ASTM 0476. elgwt to
<br />' 4'- 0" tom. :.
<br />proper elevation (T,2', 3',a
<br />y -2
<br />4teaitan as requredl ';, Lowest
<br />>I (D .
<br />t
<br />Case "B" Concrete for ,a
<br />base. Pre -cost be"
<br />may be wed if approved
<br />by the Enlieer.
<br />ELEVA
<br />E
<br />a MOTE: A i - Ir womOe tae may be wed if approved by the Enginoa.
<br />lecsten wycTYPICAL STORMN. M rWw'
<br />SEWER MANHOLE APP oyes eY
<br />IY 41COUNTY OF SAN JOAQUINit it wark.-ft"
<br />'
<br />NOOK DEPARTMENT OF PUBLIC WORKS sTANDggo Na c -I
<br />M
<br />3' no a (see Note No 3)
<br />PLAN VIEW
<br />SECTION A -A
<br />PIPES LARGER THAN 36" DIA.
<br />wen sew*
<br />Mat stain
<br />deadline
<br />'C Con
<br />asset .aboom all edge, of pipe opening
<br />5 Rebore (typical l
<br />SECTION A -A
<br />PIPES 24" TO 3e DIA.
<br />NOTES
<br />I. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />2. For pipe larger than 44"O.D., the foundation shall extend a minimum of 8" beyond each
<br />side of the pipe.
<br />3. Opening to be 3' long x (I.a of pipe) wide , up to 36' I.D. pipe. For pipes larger than
<br />36' I.D. , opening to be 36' Diameter or Square.
<br />RE VI SEO M1E
<br />Lid
<br />"•• e•
<br />SADDLE -TYPE
<br />MANHOLE FOR
<br />i=ii
<br />a
<br />PIPE 24 it DIA. AND LARGER
<br />APPROVED BY
<br />"s
<br />SAN JOAOUIN
<br />HENRY It HIRATA
<br />.r P H r -
<br />v C.e.E.
<br />COUNTY OF
<br />BY DEPARTMENT OF
<br />PUBLIC WORKS
<br />STANDARD NO. C-2
<br />N
<br />.--
<br />Z
<br />L` -
<br />NOTES -
<br />1) From* and Grate Shall conform
<br />0 (D
<br />to Improvement Standard No. C -T.
<br />�� :�a1N4
<br />2) Two feet mlNman below finished
<br />O
<br />grade in new development.
<br />•Ie
<br />In existing streets, may be lose than
<br />ON
<br />2' with the approval of the Engineer.
<br />PLAN VIEW
<br />SECTION A -A
<br />SECTION B -B
<br />by
<br />No. -... REVISED JOATEIIB" STORM Abe ver pMerel a .ea
<br />Dale
<br />DRAIN INLET "° °yE°'�
<br />12
<br />2tO Y
<br />DNAwN COUNTY OF SAN JOAQUIN HENRY, Y. (RATA - Dote
<br />�^�• DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-4
<br />PLAN VIEW
<br />SECTION A -A
<br />NOTE' Grate shall be fastened to frame
<br />with III heat-treated chain.
<br />FRAME 81 GRATE N.
<br />(18" STORM DRAIN INLET) AP17OveD w
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC, WORKS sTANDAIID N0.
<br />AS BUILT
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<br />SECTION B -B
<br />by
<br />No. -... REVISED JOATEIIB" STORM Abe ver pMerel a .ea
<br />Dale
<br />DRAIN INLET "° °yE°'�
<br />12
<br />2tO Y
<br />DNAwN COUNTY OF SAN JOAQUIN HENRY, Y. (RATA - Dote
<br />�^�• DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-4
<br />PLAN VIEW
<br />SECTION A -A
<br />NOTE' Grate shall be fastened to frame
<br />with III heat-treated chain.
<br />FRAME 81 GRATE N.
<br />(18" STORM DRAIN INLET) AP17OveD w
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC, WORKS sTANDAIID N0.
<br />AS BUILT
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